Show simple item record

dc.contributor.authorCarbonell-Márquez, Juan Francisco
dc.contributor.authorGil-Martín, Luisa María
dc.contributor.authorHernández-Montes, Enrique
dc.identifier.citationCarbonell_Márquez, J. F.; Gil-Martín, L.; Hernández-Montes, E. Strength design optimization of structural steel members according to Eurocode3. Journal of Constructional Steel Research 80: 213-223 (2013). []es
dc.description.abstractIn order to design a steel member subjected to a bending moment and an axial load, there are an infinite number of possible solutions of I- or H‐steel cross-sections, the doubly-symmetric solution being just one of them. This paper presents a procedure to obtain the optimal steel cross-section from the infinite number of possible solutions. The process is based on the Reinforcement Sizing Diagrams employed in reinforced concrete strength design. The procedure looks for any type of solution regarding compact or non-compact steel sections. All aspects related to local instabilities are taken into account, as well as some special considerations in order to address the global instabilities associated with the slenderness of the steel
dc.description.sponsorshipThe present work was financed by the Spanish Ministry of Education. The first author is a Spanish Government PhD fellow (FPU grant AP 2010‐3707).es
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivs 3.0 License
dc.subjectSteel structureses
dc.subjectStructural optimizationes
dc.subjectCross-section classes
dc.subjectLocal bucklinges
dc.subjectEurocode 3es
dc.titleStrength design optimization of structural steel members according to Eurocode3es

Files in this item


This item appears in the following Collection(s)

Show simple item record

Creative Commons Attribution-NonCommercial-NoDerivs 3.0 License
Except where otherwise noted, this item's license is described as Creative Commons Attribution-NonCommercial-NoDerivs 3.0 License